Stability of Deep Underground Mine Drift through Complex Geology Conditions in Quang Ninh Coal Area

Kiên Đặng Văn, Vo Trong Hung, Do Ngoc Anh, D. Thai, Dao Van Chi
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引用次数: 1

Abstract

The stability of deep underground mine drifts is pivotal to sustainable, safe mining in underground coal mines. The main objective of this research is to determine the stability and drifting safety issues in 500-m-deep deep underground mine drift through complex geology in the Quang Ninh coal area. The laboratory experimentation and field measurements were used to analyze the large deformations and failure characteristics of the surrounding rock, the influence factors of safe excavation and stability of deep underground mine drift, and to study the stability control countermeasures. This study also shows the main factors influencing the stability and drifting safety include complex geology zones, high in situ stress, poor mechanical properties and engineering performance of the argillaceous rock mass. According to the field study, the groutability of cement-matrix materials in the argillaceous rock in the complex geology zones were extremely poor, and deformations and failure of the surrounding rock were characterized by dramatic initial deformation, high long-term creep rate, obviously asymmetric deformations and failure, the rebound of roof displacements, overall loosened deformations of deep surrounding rock on a large scale, and high sensitivity to engineering disturbance and water immersion. Various geo-hazards occurred during the underground mine drift excavation, including roof collapse, groundwater inrush. Control techniques are proposed and should be adopted to ensure drifting safety and to control the stability of deep underground mine drift through complex geology zones, including choice of reasonable drift shape, reasonable support type, steel sets, regional strata reinforcement technique such as ground surface pre-grouting, primary enhanced control measures, grouting reinforcement technique, and secondary enclosed support measures for long-term stability, which are critical for ensuring the sustainable development of the underground coal mine.
广宁矿区复杂地质条件下深部矿井巷道稳定性研究
深井井下巷道的稳定性是煤矿井下可持续安全开采的关键。本研究的主要目的是通过广宁煤区复杂的地质条件,确定500 m深深部矿井进巷的稳定性和进巷安全问题。采用室内试验和现场实测相结合的方法,分析了深埋矿井巷道围岩大变形破坏特征、安全开挖及稳定性的影响因素,并研究了稳定性控制对策。研究还表明,影响泥质岩体稳定性和掘进安全性的主要因素是地质带复杂、地应力高、岩体力学性能和工程性能差。现场研究表明,复杂地质带泥质岩中水泥基材料的可注浆性极差,围岩变形破坏具有初始变形剧烈、长期蠕变速率高、变形破坏不对称明显、顶板位移回弹、深部围岩整体大范围松动变形等特点。对工程扰动和水浸高度敏感。矿井进路开挖过程中发生了顶板垮塌、地下水涌涌等多种地质灾害。通过复杂的地质带,提出了保证巷道安全、控制深部矿井巷道稳定性的控制技术,包括选择合理的巷道形状、合理的支护类型、钢组、地表预注浆等区域地层加固技术、一次强化控制措施、注浆加固技术、二次围护长期稳定措施等。这是保证煤矿井下可持续发展的关键。
本文章由计算机程序翻译,如有差异,请以英文原文为准。
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